HomeMy WebLinkAboutMisc. Y
11)V) .s4
C- m w
D CL V
CIC G \? Q Z
Gly M- W
P.1 ) ^ CO W
N C C 0 V' WO O O r M r .-I r 41 m In M Ol 01 Ol Q
0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0
W
1''�\ / W
mow+
UN
OH lD N r V' 01 In 01 CO 0l V' M In r V' HI In M m M M Ol /•� U m '••'
co M r r N 10 CO r 01 V' CO 01 .--I 1/40 01 H N 0 CO 01 0 �Q✓7 ' f
›. 01 0 0 In CD r r COCOCOCr)0 CO CO\O 1D l 01 al V' V' In y� T CO
Cm N M M N N N N N N N NN N N NNN N N N N > ,L � < 2
ga F >- 1-
,
w zv Ma
ui
w1 F I I- W
•
w
co i2. d' m M d' N 0) Ol In 01 r 0 m CO r N r CO d' �I' 0 o A Q W
aM N r l0 N In r ‘4) CO M CO CO .-i N CO 0 .-1 0 r CO 0 0 E J
W 41 0 O N 1D 1O r r r m m m Ol 41 Ol V' V In HF' WV--I
pp N M M N N N N N N N N N N N N N N N N N N b X Um
Y m
HF 1 a) W Q
F TS U V }
i'4
VI ID
pc' m M a' u) 01 01 o O1 r o m CD r N r m N C' C' 0 0 PIW
g M N rN In r r CO r CO CO HI In m 0 0 r m O U m
01 0 0 In CO CO l0
1/40 CO M r r CO CO m Ol Ol 01 V' V' In .P y..) ' m
N M M CD N N N N N N N N N N N N N N N N N N O '3 Y -
W
T-
4-, a) W
-3 G
U Q'
o W
% o W
°i In r .-I r In 1,10In In N N 01 CO 0 M CPI CO N 01 M CO H W Q
8 d• M d N N D D l0• N r N I M In M M In N N M m Z
0 U
o a)
>. p O CO
y CO CO M O V. .I V' In .-I r 0 If) CO CO r lD 0) m N -,1
rd
'y. oPPMi� V' V' 0l M N In CD V' HI V' 1O r N .--I CO r N O M CO r.-
GI rt) .n
0O M I V' In V' OI 0HI HI
M M In l0 V m V' N N N .-I HI HI N > a)
a U N H
ra .--I -.-i
W La W Z
qW CO
0 0 In 0 O r O1 CO CO In }
.-I 0 o M V' In r V' V' In CO U Q
In 0 CO In N N In VD M VD X
CO CO CST1"I ."I N M ,-I r In N HI r V' TO r r M CO M N a) X W X W
QU' I LL
U a) U I- Q
CO a) Z G
S-Ia) CD 14 Wi .
�,'� ) U LI W
R .-I V' CO N N Q1 N 0 O ul In �n"CO Ol�-I 'Cr In N J-) N Z
C kr) r 0) MLC) .-i M 1/40 0) .--I M r 01 .--1 N O CO01 01 r Q1 U [Q ro Q O
OCl. Cr Cr O •, f) r-1 0 0 0 0 .--I - .--I ri N N 0 N CV V' U Q
.0 2UO
w 3 3 -I U a-
a ar v W0 re
0 PI o J" >, U N Ill
O
>,u X 0 0 a) W V
� N WW D
W
Z2 4 C
I-1 x X x YN H
' m
4, - Q_ N � � 7 A U 0 O CO H N b 3I N 34
o A
m U U q Z 4 A U a4 U A 7 x H 4 aC OW
aO wF' a N Z
a) A a)
EvW ? v -'i
tq v W a) a 44 OO
brd LL
a) '3) H AroF E U m O
0 v
v -.i a)
TABLE 4
Table 2. Summary of Discharges
FLOODING SOURCE DRAINAGE AREA PEAK DISCHARGES (cfs)
AND LOCATION
(Sq. miles) 10-Year 50-Year 100-Year 500-Year
Spring Creek
Above confluence
with Lick Creek 3.86 * * 4, 043 * Ts-
Above confluence o
with Tributary A 2.59 * * 2, 878 * N
Above confluence
with Tributary B 2.44 * * 2, 864 *
Above confluence
il
with Tributary D 1. 77 * * 2, 243 * 0 0 L1.1
Spring Creek Tributary A >
Above confluence with UI-
Spring Creek 0.29 * * 665 * 00W
71
spring Creek Tributary B }
Above confluence with LLJ W LL
Spring Creek 0.30 * * 724 * (DC Cr W
Spring Creek Tributary C
Above confluence with
Spring Creek 0.37 * * 594 *
Spring Creek Tributary D
Above confluence with
Spring Creek 0.50 * * 861 *
Unnamed Tributary to
Bee Creek Tributary B
Approximately 1, 500 feet
upstream of confluence
with Bee Creek Tributary B 0.32 279 479 571 837
Revised
Data
17
TABLE 2 - SUMMARY OF DISCHARGES - continued
FLOODING SOURCE DRAINAGE AREA PEAK DISCHARGES (cfs)
AND LOCATION ( so. miles) 10-YEAR 50-YEAR 100-YEAR 500-YEAR
CARTERS CREEK (continued)
Below confluence with ,r
Wolf Pen Creek 32.24 14, 050 19,740 22, 420 37, 960
Above confluence with
Wolf Pen Creek CM 28. 98 13 , 800 19,250 21, 800 36, 830
Below confluence with CC "
Burton Creek 22.10 11 , 040 15, 530 17,720 29, 070
Above confluence with
Burton Creek O 0 LLJ 14 .84 7,550 10, 500 11 , 900 19, 820
Below confluence of
Briar Creek Q H' i 13.32 5, 730 8, 170 9,380 15, 500
Above confluence of LLJ •
LU U F
Briar Creek � 10. 60 4,710 6, 750 7, 650 12, 800
Approximately 0.5 mile --I Li
upstream of Old > IL. IL.
Reliance Road LU W L1_ 1.24 1, 400 1, 930 2, 130 3, 500
BEE CREEK CC CC LLI
At downstream corporate
limits of City of
College Station 8.63 4, 800 6, 630 7, 450 12, 390
Below confluence with
Bee Creek Tributary B 4.38 2, 670 3,730 4,210 6, 440
Above confluence with
Bee Creek Tributary B 0. 98 1, 950 2, 590 2, 850 4, 420
At Glade Street bridge 0.49 1,370 1, 830 2, 010 3, 120
BEE CREEK TRIBUTARY A
Above confluence with
Bee Creek 2.24 1, 860 2, 530 3, 300 4, 350
At Texas Avenue bridge 1.80 1, 600 2, 150 2, 500 3, 150
BEE CREEK TRIBUTARY B
Above confluence with
Bee Creek 3.41 2, 360 3,230 3, 600 5, 890
At approximately 7, 800 feet
upstream of confluence with Bee Creek 1.1 972 1,522 1, 803 2, 620
At approximately 12, 600 feet
upstream of confluence with Bee Creek 0.6 505 787 932 1, 351
FOXFIRE CREEK
At the edge of the Revised
Carters/Bee Creek Valley Data
approximately 4,000 feet
downstream of the Frost
Street crossing 0.86 1, 120 1, 690 1, 930 2, 540
Downstream of Right Bank
Tributary located
approximately 1,200 feet
upstream of the Frost
Street crossing 0. 63 1,220* 1, 640* 1, 820* 2,270
Downstream of Left Bank
Tributary located
approximately 1, 050 feet
upstream of the Foxfire
Street crossing 0.33 730 950 1,050 1, 300
*Downstream discharge decrease due to Modified Puls effects
12